Based on the Inteference-Energy method and Over-deformation method, the extensive Angle method is applied in the judgement of the stability of ground foundation pit.
在干扰能量法和超变形法的基础上，提出了基坑稳定评判的广角度综合评判法。
Based on the Inteference-Energy method and Over-deformation method, the extensive Angle method is applied in the judgement of the stability of ground foundation pit.
在干扰能量法和超变形法的基础上，提出了基坑稳定评判的广角度综合评判法。
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